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Wind & Hydro Energy Feasibility Study for the Yurok Tribe DOE Tribal Energy Program Review Meeting Award #DE-FG36-07GO17078 October 27, 2010 Presented By: Austin Nova, Yurok Tribe Jim Zoellick, Schatz Energy Research Center

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  • Wind & Hydro Energy Feasibility Study

    for the Yurok Tribe

    DOE Tribal Energy Program Review Meeting

    Award #DE-FG36-07GO17078

    October 27, 2010 Presented By: Austin Nova, Yurok Tribe

    Jim Zoellick, Schatz Energy Research Center

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  • Background/Location

    Located in Yurok

    northwest Reservation

    corner of Straddles the

    California lower stem of

    the Klamath

    River, 2 miles

    wide and

    44 miles long)

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  • Background • Largest Indian Tribe in California

    • Traditional livelihood on the Yurok Reservation is based upon subsistence harvest of salmon on the Klamath River

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  • Background

    • A large portion of the Yurok Reservation

    remains unelectrified.

    • However, a power line extension project that is

    currently underway will

    eventually serve the

    majority of the upper

    Reservation.

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  • Background

    • Previous DOE funded work done for the Yurok Tribe by the Schatz Energy Research Center examined energy needs and efficiency opportunities, and showed that wind, hydro, biomass and solar energy resources are available on the Reservation.

    • Solar is appropriate at the facility / household scale.

    • Wind, hydro and biomass may also be suitable at a village scale or for sale to the grid.

    DOE/NREL

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  • Project Overview Goals & Objectives:

    • Assess the feasibility of developing hydro and wind energy

    resources on the Yurok Reservation

    • Identify and assess two hydro sites and one wind site using

    detailed, site specific information

    • Identify preferred, feasible project(s) and associated economic opportunities, identify path forward for project development

    Project Team:

    • Yurok Tribe (Planning, Environmental, and Fisheries Departments)

    • Schatz Energy Research Center

    • Humboldt State University (Engineering & Economics Departments)

    Project Schedule:

    • Start Date: October 2007

    • Initially a 2 year project, extended to 3.5 years

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  • Progress Year 1:

    • Selected project sites • Specified and obtained data monitoring equipment • Filed NEPA EF1 Environmental Checklist Year 2:

    • Installed stream gauging stations • Began collecting stream stage and discharge data

    • Erected 50-meter MET tower (provided by NREL loan program) • Began collecting wind speed and direction data Year 3:

    • Continued collecting wind and hydro resource data

    • Removed 50-meter MET tower • Conducted wind and hydro resource assessment • Conducted preliminary assessment of grid infrastructure • Conducted preliminary assessment of energy sales opportunities • Obtained generalized cost data, developed energy generation and

    revenue estimates, performed preliminary economic screening

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  • Power Line Extension

    • Last substation in Hoopa, 15-30 miles away

    • Distribution lines @ 12.5 kV • 3-phase to Martin’s Ferry Bridge • Single-phase from that point on • Preliminary estimate = 500kW max,

    needs further assessment

    • Examining cost of 3-phase upgrade

    Last substation

    3-phase

    1-phase

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  • Site Selection - Hydro • Nearly 50 creeks enter Klamath River within Reservation boundaries

    • Key site selection criteria included: - hydropower potential (flow and head)

    - potential impacts to anadromous fish populations (shorter steeper

    drainages with natural fish barriers preferred) - impacts to cultural or sacred sites - proximity to electric grid or remote village loads - land ownership and road access

    • Identified a few candidate streams and then chose two final sites

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  • Site Selection - Hydro

    Electrified Area

    Tribal Community

    Planned

    Electrification

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  • Hydro Site

    Selection

    Pecwan

    Creek

    Ke’Pel Creek

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  • Site Selection - Hydro

    Ke’pel Creek

    Pecwan Creek

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  • Stream Gauging Station Installation The Yurok Tribe Planning and Environmental Departments

    collaborated with SERC engineers to install the gauging stations.

    Ke’pel Creek Pecwan Creek

    Ke’pel Creek

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  • Stream Flow Measurement

    Ke’pel

    Creek

    Ke’pel Creek

    Pecwan

    Creek

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  • Stage Discharge Curves

    Pecwan Creek

    Ke’Pel Creek

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  • Methodology

    • Two years of stage and precipitation data collected for Pecwan Creek and approximately 1.5 years of stage data for Ke’Pel.

    • Twelve years of precipitation data available from nearby Turwar Creek.

    • Precipitation data from Turwar correlated with Pecwan (assume to also apply at Ke’Pel).

    • Army Corps’ HEC-HMS rainfall-runoff model used to model flows. Calibrated to 1.5-2 years worth of collected data.

    • Calibrated HEC-HMS models used to generate flow estimates for 12 years covered by Turwar precipitation data.

    • Flow duration curves developed based on 12 years of simulated flows. Adjusted for intake point higher in watershed.

    • We will be performing a sensitivity analysis based on long-term precipitation data (~100 years) that is available from a nearby

    monitoring station.

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  • Methodology – Rainfall Correlation

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  • Ke’Pel Hydrograph

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  • Pecwan Hydrograph

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  • Estimated Flow Duration Curves 1999-2010

    Ke’Pel Creek

    Pecwan Creek

    Sized for 60% exceedance

    flow = 25 cfs (gross) Sized for 40% exceedance

    flow = 20 cfs (gross)

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  • Energy Generation Potential – Preliminary Design Specifications

    Pecwan Creek Ke’Pel Creek

    Powerhouse

    Intake

    Proposed

    Power Line

    Extension

    Intake

    Powerhouse

    Cultural Site

    Proposed

    Power Line

    Extension

    560 ft

    head

    800 ft

    head

    Gauging Station Locations

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  • Energy Generation Potential – Preliminary Design Specifications

    Pecwan Ke’Pel

    Gross Head 560 800

    System Efficiency1 60% 60%

    Min. Bypass Flow 3 cfs 3 cfs

    Max. Usable Flow

    (net)

    20 cfs 15 cfs

    Nameplate Capacity2 500 kW 500 kW

    Ave. Annual Capacity

    Factor

    83% 57%

    1. Per DOE Microhydropower Handbook, Vol. 1, 1983

    2. Maximum nameplate capacity estimated to be 500 kW.

    Power line extension serving this area will only be a single-

    phase 12.5 kV line. Turbine-generator quote from

    Dependable Turbines Ltd., BC, Canada.

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  • Energy Generation Potential

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  • Preliminary Economic Analysis

    Pecwan Ke’Pel

    Contract type SRG QF SRG QF

    LCOE $0.041/kWh $0.061/kWh

    NPV (3%) $10.6 M $7.0 M $5.4 M $3.4 M

    IRR 13% 11% 9% 7%

    Discounted

    Payback Time

    10.7 yrs 13.1 yrs 18.5 yrs 21.8 yrs

    • Installed system cost based on data from KEMA, Oregon Office of Energy, RETScreen and others. Assumed $4500/kW of installed capacity and

    $50/kW-yr fixed O&M

    • Revenue estimates based on two different power purchase contract mechanisms: Qualifying facility (QF) contract prices or feed-in tariff prices using

    the small renewable generator (SRG) PPA*

    • Assumed 50 year project life. Projected future energy prices based on correlations with the expected price of natural gas per EIA projections.

    * SRG rate available for projects up to 1.5 MW.

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  • Site Selection - Wind • CA Energy Commission (CEC) and NREL data

    characterize the area surrounding the Yurok

    Reservation with class 1 to 4 wind power ratings (“poor” to “good” on a 7-point scale)

    • Key issues regarding wind power siting: - adequate resource, economic viability

    - access to the electric grid or proximity to remote village

    - environmental & cultural impacts

    - land ownership

    - road access

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  • Site Selection - Wind

    Wind Speed Classes

    in the Vicinity of the

    Yurok Reservation

    Electrified Area

    Planned

    Electrification

    Key Potential

    Monitoring Sites

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  • Wind Site

    Selection

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  • Wind Site Preparation The site was

    significantly wooded ...

    … and required

    substantial clearing.

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  • MET Tower Installation

    Lifting begins.

    Tower assembly.

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  • MET Tower Installation

    The team celebrates.

    The tower going up.

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  • Methodology

    • One year of wind speed and direction data were collected at the site (10 minute averages).

    • Data were screened and analyzed to characterize resource.

    • Explored the ability to extend the data record using a correlate and predict methodology. Longer term records are available at two local

    sites within 10-20 miles (wind speed at 5 m). Due to complex terrain

    the correlation is too weak to be useful (≤ 0.36 correlation coefficient).

    • Examined power production potential based on 11 different turbine power curves (120 kW to 2 MW range).

    • Examined the revenue generation over a 50 year period (two 25 year turbines) for both the QF and SRG rates.

    • Assumed installed cost to range from $1800 to $2000/kW, with annual O&M costs = 1-2% of total installed cost (per Rigauld, Louis, Halus Power

    Systems personal communication).

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  • Wind Resource Data - Wind Speed at 50 m

    Average Monthly Wind Speed at 50 m

    Annual average

    wind speed =

    11.3 mph

    (5 m/s)

    Wind Power

    Class 1 to 2

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  • Wind Resource Data – Wind Speed Distribution at 50 m

    % o

    f hours

    Annual average

    wind speed =

    11.3 mph (5 m/s)

    Wind Power

    Class 1 to 2

    Wind Speed (mph)

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  • Wind Resource Data - Wind Direction at 50 m

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  • Turbine Characteristics and Expected

    Capacity Factors

    Turbine

    Description

    Model # Nameplate

    Capacity

    (kW)

    Hub

    Height

    (m)

    # of

    Turbines

    Capacity

    Factor

    Americas Wind Energy 54-900

    AWE 54-900

    900 75 1 21.0%

    Nordic N1000 N1000 1000 70 1 16.7%

    Unison U57 750kW

    U57 750 68 2 26.3%

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  • Preliminary Economic Analysis

    QF Rate SRG Rate

    Turbine LCOE NPV IRR NPV IRR

    Low Installed Cost Estimate ($1700/kW)

    AWE 54-900

    $0.062/kWh $1.3 M 5.9% $3.1 M 8.8%

    N1000 $0.155/kWh $1.2 M 4.2% $4.2 M 6.8%

    U57 $0.099/kWh $3.9 M 7.8% $7.6 M 11.0%

    High Installed Cost Estimate ($2000/kW)

    AWE 54-900

    $0.084/kWh $0.4 M 3.8% $2.1 M 6.5%

    N1000 $0.210/kWh -$1.0 M 2.1% $2.1 M 4.6%

    U57 $0.134/kWh $2.3 M 5.5% $6.1 M 8.5%

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  • Preliminary Results and Conclusions • Pecwan Creek hydropower project

    Preliminary economic assessment indicates this project looks most favorable, entire project (intake and powerhouse) can likely be located above the lower limit of anadromy

    • McKinnon Hill wind power project Wind resource is marginal at best (Class 1 to 2), 3-phase turbines would require 3-phase line upgrade, also potential issues with a nearby cultural site and proposed project to introduce California Condors

    • Ke’Pel Creek hydropower project Ke’Pel Creek hydro resource is not as robust, smaller watershed, low flows in summer would likely suspend power generation, economics do not look as favorable, limits to anadromy are less well defined, likely difficult to site entire project above limits to anadromy

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  • Next Steps (through March 2011)

    • Identify preferred alternative and refine economic analysis, conduct sensitivity analysis (resource, economic parameters, etc.)

    • Refine assessment of grid interconnection and energy sales opportunities

    • Conduct preliminary environmental assessment and assess permitting requirements

    • Develop business plan and financing options, identify path forward

    • Identify key stakeholders and outline a community outreach and education plan

    • Provide training/professional development to Tribal staff & government

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  • Thank You

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    Background/LocationProject OverviewProgressPower Line ExtensionSite Selection -HydroStream Gauging Station InstallationStream Flow MeasurementStage Discharge CurvesMethodologyMethodology – Rainfall CorrelationKe’Pel HydrographPecwan HydrographEstimated Flow Duration Curves 1999-2010Energy Generation Potential –Preliminary Design SpecificationsPreliminary Economic AnalysisSite Selection -WindWind Site PreparationMET Tower InstallationMethodologyWind Resource Data -Wind Speed at 50 mTurbine Characteristics and Expected Capacity FactorsPreliminary Economic AnalysisPreliminary Results and ConclusionsNext Steps (through March 2011)